Q1): Reinforced concrete floor with 6* 7 m span C/C as shown below in Fig. (1). The live load 3 KN/m², the superimposed load (partition loads) is 2 KN/m² and the floor finish load is 2.5 KN/m². fc-21 MPa, fy -380 MPa. The column dimension 300* 300 mm and the supporting beams are 300mm width by 800 mm depth. (Using Method 3 for A & B), A- Design of slab (S1) and showing the reinforcement details. B- Find the Design Load of B1, B2 and 83 Note: For slab Use bar diameter - 12 mm. $12 Fig. (1) E BA E

Q1): Reinforced concrete floor with 6* 7 m span C/C as shown below in Fig. (1). The live load 3 KN/m², the superimposed load (partition loads) is 2 KN/m² and the floor finish load is 2.5 KN/m². fc-21 MPa, fy -380 MPa. The column dimension 300* 300 mm and the supporting beams are 300mm width by 800 mm depth. (Using Method 3 for A & B), A- Design of slab (S1) and showing the reinforcement details. B- Find the Design Load of B1, B2 and 83 Note: For slab Use bar diameter - 12 mm. $12 Fig. (1) E BA E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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